Bridge Statistics for Wilsonville, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2254A001 28311,  Location: AT WILLAMETTE RIVER (Lat: 45.291753,  Lng: -122.769322),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 34.65m (113.68ft),  Average Daily Traffic: 112,440 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 152,400 (year 2040),  Design Load: HS 20,  Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 455.621,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.6m (113.5ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 22.9m (75.1ft), Horizontal Clearance: 73.2m (240.2ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 34.6m (113.5ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6015 013 00437,  Location: 015 MI SW WILSONVILLE (Lat: 45.293181,  Lng: -122.804489),  Route carried "on" structure: County highway A619,  Year Built: 1958,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,626 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,666 (year 2025),  Features Intersected: CORRAL CREEK,  Facility Carried by Structure: WILSONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.550,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $174,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6096 000 0005,  Location: 00.5 MI N OF WILSONVILLE (Lat: 45.294450,  Lng: -122.814181),  Route carried "on" structure: County highway C0013,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 604 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 666 (year 2025),  Design Load: HS 20,  Features Intersected: CORRAL CREEK,  Facility Carried by Structure: GRAHAMS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $169,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7579A141 01284,  Location: 4.0 MI S OF TUALATIN R (Lat: 45.336125,  Lng: -122.769339),  Route carried "on" structure: State highway 141,  Year Built: 1970,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 29,837 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,200 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.664,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7624A001 28259,  Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289,  Lng: -122.769403),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 2,544 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,278 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.785,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7624B001 28217,  Location: 018 MI N MARION CLACK LN (Lat: 45.283114,  Lng: -122.770097),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 319 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 420 (year 2030),  Design Load: HS 20,  Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.109,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 21.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7695A001 28488,  Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461,  Lng: -122.769419),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 110,869 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 149,200 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 458.470,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7795A001 28067,  Location: 088 MI N OF OR214 (Lat: 45.259611,  Lng: -122.786711),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 56,220 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 76,200 (year 2040),  Design Load: HS 20,  Features Intersected: Arndt Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 451.695,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 7795B001 28067,  Location: 088 MI N OF OR214 (Lat: 45.259528,  Lng: -122.786256),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 56,220 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 76,200 (year 2040),  Design Load: HS 20,  Features Intersected: Arndt Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 451.695,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 9870 001 28243,  Location: 021 MI N MARION-CLACK LN (Lat: 45.281786,  Lng: -122.768569),  Route carried "on" structure: Ramp State highway 5,  Year Built: 1971,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 482 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 490 (year 2030),  Design Load: HS 20,  Features Intersected: Hwy 51 NB,  Facility Carried by Structure: Hwy 1 Conn #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.527,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16627 000 01262,  Location: MP 12.62 WILSONVILLE RD (Lat: 45.303139,  Lng: -122.756531),  Route carried "on" structure: City street C0000,  Year Built: 1986,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 11,613 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,808 (year 2025),  Features Intersected: BOECKMAN CREEK,  Facility Carried by Structure: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.310,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17995 001 28388,  Location: 0.8 MI N OF WILLAMETTE R (Lat: 45.302931,  Lng: -122.769061),  Route carried "on" structure: Interstate 5,  Year Built: 1999,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 55,434 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,600 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 456.877,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17996 001 28388,  Location: 0.74 M N OF WILLAMETTE R (Lat: 45.302939,  Lng: -122.769511),  Route carried "on" structure: Interstate 5,  Year Built: 1999,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 55,434 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,600 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 456.812,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20118 028 00185,  Location: .02 Mi N. of Homesteader (Lat: 45.332331,  Lng: -122.716331),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 16,800 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,900 (year 2038),  Design Load: HL 93,  Features Intersected: NEWLAND CREEK,  Facility Carried by Structure: NEWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.977,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 20227,  Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.316311,  Lng: -122.783931),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 3,373 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,720 (year 2025),  Design Load: HL 93,  Features Intersected: SEELEY DITCH,  Facility Carried by Structure: BOECKMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20418 001 28225,  Location: 020 MI N MARION-CLACK LN (Lat: 45.279267,  Lng: -122.770008),  Route carried "on" structure: Interstate 5,  Year Built: 2007,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 56,220 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 76,200 (year 2040),  Design Load: HL 93,  Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.237,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20419 001 28228,  Location: 020 MI N MARION-CLACK LN (Lat: 45.279822,  Lng: -122.770253),  Route carried "on" structure: Interstate 5,  Year Built: 2007,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 56,220 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 76,200 (year 2040),  Design Load: HL 93,  Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 454.286,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20763,  Location: .1 mi W of Industrial Way (Lat: 45.299289,  Lng: -122.782089),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 131 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 145 (year 2025),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: Arrowhead Crk Ln
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20789,  Location: 0.52 mi W of HWY 001 (Lat: 45.302931,  Lng: -122.779839),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,373 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,720 (year 2025),  Design Load: HS 20,  Features Intersected: SEELEY DITCH,  Facility Carried by Structure: Wilsonville Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 21575,  Location: 0.53 W Boones Ferry Rd. (Lat: 45.309619,  Lng: -122.780458),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 131 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 145 (year 2025),  Design Load: HL 93,  Features Intersected: Coffee Lake Creek,  Facility Carried by Structure: SW Barber St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22383 000 00045,  Location: MP 0.445 (Lat: 45.346561,  Lng: -122.794450),  Route carried "on" structure: County highway C0000,  Year Built: 2015,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,831 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,831 (year 2036),  Design Load: HL 93,  Features Intersected: PWRR,  Facility Carried by Structure: SW Basalt Cr. Pkwy
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.716,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7579A141 01284,  Location: 4.0 MI S OF TUALATIN R (Lat: 45.336125,  Lng: -122.769339),  Route carried "under" structure: Interstate 5,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 120,789 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: HWY 141
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 460.546,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 7624A001 28259,  Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289,  Lng: -122.769403),  Route carried "under" structure: Interstate 5,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 56,220 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 454.785,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 7624A001 28259,  Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289,  Lng: -122.769403),  Route carried "under" structure: Interstate 5,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 56,220 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 454.785,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 7624B001 28217,  Location: 018 MI N MARION CLACK LN (Lat: 45.283114,  Lng: -122.770097),  Route carried "under" structure: State highway 551,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,331 (year 2020),  Truck Traffic: 13%,  Features Intersected: Hwy 51 SB,  Facility Carried by Structure: Hwy 1 Conn #5
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 7695A001 28488,  Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461,  Lng: -122.769419),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 55,434 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 458.470,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 7695A001 28488,  Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461,  Lng: -122.769419),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 55,434 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 458.470,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 7695A001 28488,  Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461,  Lng: -122.769419),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2010),  Truck Traffic: 6%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 7795A001 28067,  Location: 088 MI N OF OR214 (Lat: 45.259611,  Lng: -122.786711),  Route carried "under" structure: County highway 5,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 120,590 (year 2014),  Truck Traffic: 16%,  Features Intersected: Arndt Road
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 451.695,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 7795B001 28067,  Location: 088 MI N OF OR214 (Lat: 45.259528,  Lng: -122.786256),  Route carried "under" structure: County highway 5,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 120,590 (year 2014),  Truck Traffic: 16%,  Features Intersected: Arndt Road
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 451.695,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 9870 001 28243,  Location: 021 MI N MARION-CLACK LN (Lat: 45.281786,  Lng: -122.768569),  Route carried "under" structure: State highway 551,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,647 (year 2020),  Truck Traffic: 27%,  Features Intersected: Hwy 51 NB,  Facility Carried by Structure: Hwy 1 Conn #1
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 17995 001 28388,  Location: 0.8 MI N OF WILLAMETTE R (Lat: 45.302931,  Lng: -122.769061),  Route carried "under" structure: ServiceInterstate 5,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 27,800 (year 2010),  Truck Traffic: 13%,  Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 456.893,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 17996 001 28388,  Location: 0.74 M N OF WILLAMETTE R (Lat: 45.302939,  Lng: -122.769511),  Route carried "under" structure: ServiceInterstate 5,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 27,800 (year 2010),  Truck Traffic: 13%,  Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 456.861,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 20418 001 28225,  Location: 020 MI N MARION-CLACK LN (Lat: 45.279267,  Lng: -122.770008),  Route carried "under" structure: State highway 551,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,331 (year 2020),  Truck Traffic: 13%,  Features Intersected: Hwy 51 SB,  Facility Carried by Structure: I-5 (Hwy 1) NB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 20419 001 28228,  Location: 020 MI N MARION-CLACK LN (Lat: 45.279822,  Lng: -122.770253),  Route carried "under" structure: State highway 551,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,331 (year 2020),  Truck Traffic: 13%,  Features Intersected: Hwy 51 SB,  Facility Carried by Structure: I-5 (Hwy 1) SB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)